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2+100
2+200
2+400
2+300
C:1+974.965
PRC:2+071.317
0+200
0+278
.260
059.469
PT:0+179.256
PC:0+204.826
EP:0+277.781
0+259
AREA
=
5342
m
2
2
AREA
=
8357
m
2
TUNNEL 3
TUNNEL1R
TUNNEL2R
TUNNEL 3
TUNNEL1L
TUNNEL2L
TUNNEL 3B
+3
14
.65
AREA
=
5342
m
2
2
AREA
=
8357
m
2
TUNNEL 3
TUNNEL1R
TUNNEL2R
TUNNEL 3
TUNNEL1L
TUNNEL2L
TUNNEL 3B
SEC BUILDING
TUNNEL
(CUC
HARAM
)
RD1
RATORS PLANT
MH.9
MH.8
MH.7
MH.6MH.4
MH.3
MH.2
MH.1
TEMPORARY SEWAGE
EXISTING MANHOLE
EXISTING MANHOLE
L=12
L=
47
L=22
L=25
MH.5 L=40L=39
L=20
L=
19
L=45
L=24
L=51
MH.10
MH.10
TO BE ADDED
TO BE ADDED TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TEMPORARY CONNECTION
TEMPORARY CONNECTION
0+237.5
TEMPORARY WATER
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
CONNECTION TO EXISTING
PIPLINE
TO BE DEOLISHED
(PHASE 1)
ISOLATION VALVE CHAMBER
ISOLATION VALVE CHAMBER
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
0+000
0+050
0+000
0+050
LINE (3)
LINE (4)
LINE (1)
LINE (2)
0+000
0+050
0+100 0+150 0+200
0+250
0+275
0+000
0+050
0+100 0+150
0+200
0+250
0+300
0+317
TEMPORARY CONNECTION
TEMPORARY CONNECTION
PROPOSED SEWAGE TUNNEL
PRO
PO
SED
SEW
AG
E
TUNNEL
-0+071
-0+050
0+000 0+050
0+100
0+150
0+200
0+250
0+300
0+350
0+400
0+450
0+500
0+550
0+600
0+643
2nd
RIN
G
RO
AD
TUN
N
ELS
TUNNEL 3
TUNNEL
2R
TUNNEL2L
TUNNEL 3B
TUNNEL 3B
TUNNEL2R
TUNNEL2L
TUNNEL1R
TUNNEL1L
EXISTING SEWAGE TUNNEL
P.S
2
660m
TUNNEL1R
TUNNEL 3
TUNNEL1L
T.B. 2
T.B. 1
T.B. 3
T.B. 4
T.B. 5
T.B. 6
TO BE ABANDONED
SP01
SP02
SP01
SP02
SP01
SP02
SP01
SP02
0+
100
0+200
SP0
2
SP0
1
SP
03
0+000
0+900
0+400
0+500
0+600
0+700
0+400
0+500
0+600
0+000
0+100
0+200
0+300
0+700
0+300
0+400
0+500
0+600
0+700
0+900
0+300
0+400
0+500
0+400
0+500
0+300
P.S 1
0+300
0+200
1+100
1+000
0+200
0+800
1+100
1+000
0+100
0+000
0+200
0+300
0+400
0+600
0+700
0+800
0+900
1+000
0+700
0+600
0+800
0+900
1+000
0+800
0+700
0+700
20.00
10.00
10.00
20.00
11.40
AREA ON HOLD
AREA ON HOLD
AREA ON HOLD
AREA ON HOLD
PROPOSED ROUTE 4NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 2X (3X 300MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION
TO PLOT 1-INTERNAL SUBSTATION.
ROUTE LENGTH 295METER
PROPOSED ROUTE 3NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF OF 2X (3X 300MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION TO
HOSPITAL BUILDING INTERNAL SUBSTATION.
ROUTE LENGTH 470METER
PROPOSED ROUTE 3NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 2X (3X 300MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION
TO PLOT 3-INTERNAL SUBSTATION.
ROUTE LENGTH 1080METER
PROPOSED ROUTE 1NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 1X (3X 300MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION
TO PLOT 4-INTERNAL SUBSTATION.
ROUTE LENGTH 1285METER
PROPOSED ROUTE 2NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 2X (3X 300MM)CU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION
TO PLOT 2INTERNAL SUBSTATION.
ROUTE LENGTH 1380METER
POINT-A
POINT-C
POINT-B
POINT-D
POINT-E
POINT-F
PLOT - 2
PLOT - 4
PLOT - 3
HOSPITAL
T-1
T-2
SCECO
SECURITY
BUILDING
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-001
ENG. Mohamed Azzam 27-08-2015
NTS
PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED
DUCT BANK @ PROJECT BOUNDARIES)
00
PROPOSAL ROUTE OF M.V CABLES
( INSIDE UTILITY TUNNELS CULVERTS)
EXISTING M.V NETWORK CABLES
EXISTING H.V NETWORK CABLES
EXISTING WATER LINE NETWORK
S09077-01D-TD-07-UD-101 04
TO BE ADDED
TO BE ADDED
TEMPORARY CONNECTION
TUNNEL1L
SP01
SP02
SP01
SP02
SP01
SP02
SP01
SP02
1+000
PROPOSED ROUTE 4NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 2X (3X 300MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION TO
PLOT 1-INTERNAL SUBSTATION.
ROUTE LENGTH 295METER
POINT-A
POINT-B
SCECO
SECURITY
BUILDING
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-002
ENG. Mohamed Azzam 27-08-2015
NTS
PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED
DUCT BANK @ PROJECT BOUNDARIES)
00
EXISTING M.V NETWORK CABLES
EXISTING H.V NETWORK CABLES
EXISTING WATER LINE NETWORK
S09077-01D-TD-07-UD-101 04
AREA
=
8357
m
2
AREA
=
8357
m
2
TO BE ADDED
TO BE ADDED
-0+071
-0+050
TUNNEL2R
UNNEL2L
SP02
SP03
0+100
0+100
0+900
1+000
0+800
0+900
1+000
AREA ON HOLD
AREA ON HOLD
PROPOSED ROUTE 1NOS M.V FEEDER
13.8(KV)
EACH FEEDER OF 1X (3X 300
MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING
SUB-STATION TO PLOT 4-INTERNAL
SUBSTATION.
ROUTE LENGTH 1285METER
PROPOSED ROUTE 2NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 2X (3X 300MM)CU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 2
INTERNAL SUBSTATION.
ROUTE LENGTH 1380METER
POINT-E
POINT-F
PLOT - 2
PLOT - 4
T-2
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-003
ENG. Mohamed Azzam 27-08-2015
NTS00
PROPOSAL ROUTE OF M.V CABLES
( INSIDE UTILITY TUNNELS CULVERTS)
EXISTING M.V NETWORK CABLES
EXISTING H.V NETWORK CABLES
EXISTING WATER LINE NETWORK
S09077-01D-TD-07-UD-101 04
22
MH.9
MH.8
MH.7
MH.6MH.4
MH.3
MH.2
MH.1
TEMPORARY SEWAGE
EXISTING MANHOLE
L=12
L=47
L=22
L=25
MH.5 L=40L=39
L=20
L=19
L=45
L=24
L=51
MH.10
MH.10
TO BE ADDED
TO BE ADDED
LINE (1)
LINE (2)
0+000
0+050
0+100 0+150 0+200
0+250
0+275
0+000
0+050
0+100 0+150
0+200
0+250
0+300
0+317
TUNNEL 3B
TUNNEL2R
TUNNEL2L
0+100
0+200
SP02
SP01
SP03
0+000
0+000
0+100
0+100
0+000
0+700
0+800
0+900
0+700
+600
0+800
0+900
0+700
0+700
AREA ON HOLD
AREA ON HOLD
PROPOSED ROUTE 3NOS M.V FEEDER 13.8(
KV)
EACH FEEDER OF 2X (3X 300
MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING
SUB-STATION TO PLOT 3-INTERNAL
SUBSTATION.
ROUTE LENGTH 1080METER
PROPOSED ROUTE 1NOS M.V FEEDER
13.8(KV)
EACH FEEDER OF 1X (3X 300
MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING
SUB-STATION TO PLOT 4-INTERNAL
SUBSTATION.
ROUTE LENGTH 1285METER
POINT-D
POINT-E
PLOT - 4
PLOT - 3
T-2
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-004
ENG. Mohamed Azzam 27-08-2015
NTS
PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED
DUCT BANK @ PROJECT BOUNDARIES)
00
PROPOSAL ROUTE OF M.V CABLES
( INSIDE UTILITY TUNNELS CULVERTS)
EXISTING M.V NETWORK CABLES
EXISTING H.V NETWORK CABLES
EXISTING WATER LINE NETWORK
S09077-01D-TD-07-UD-101 04
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TO BE ADDED
TEMPORARY CONNECTION
CONNECTION
OSED SEWA
TUNNEL1R
TUNNEL1L
SP01
SP02
SP01
SP02
SP01
SP02
SP01
SP02
0+900
0+900
1+100
1+000
1+100
1+000
20.00
AREA ON HOLD
PROPOSED ROUTE 4NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF 2X (3X 300
MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION
TO PLOT 1-INTERNAL SUBSTATION.
ROUTE LENGTH 295METER
PROPOSED ROUTE 3NOS M.V FEEDER 13.8(KV)
EACH FEEDER OF OF 2X (3X 300
MM)CU/XLPECU/XLPE
FROM SCECO SECURITY BUILDING SUB-STATION TO
HOSPITAL BUILDING INTERNAL SUBSTATION.
ROUTE LENGTH 470METER
POINT-C
POINT-B
HOSPITAL
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-005
ENG. Mohamed Azzam 27-08-2015
NTS
PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED
DUCT BANK @ PROJECT BOUNDARIES)
00
PROPOSAL ROUTE OF M.V CABLES
( INSIDE UTILITY TUNNELS CULVERTS)
EXISTING M.V NETWORK CABLES
EXISTING H.V NETWORK CABLES
EXISTING WATER LINE NETWORK
S09077-01D-TD-07-UD-101 04
11.40
5.50
R
5.70
1.45
cL
1.50%
EMERGENCY TUNNEL-T3B
SECTION 13 - 13
5.40
PGL.
2.00
GUARDRAIL
1.00
S/W
3.00 3.00
25
25
73
DETAIL 'F'
2.00
0.25
0.25
0.73DETAIL- 'F'
0.5
0.9
0.9
0.9
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-015
ENG. Mohamed Azzam 27-08-2015
00
S09077-01D-TD-07-UD-502 04
ALL DIMENSIONS ARE IN METER
11.40
5.50
R
5.70
1.45
cL
1.50%
EMERGENCY TUNNEL-T3B
SECTION 14 - 14
5.40
PGL.
GUARDRAIL
1.00
S/W
3.003.00
2.00
DETAIL 'D'
2.00
0.9
0.9
0.9
DETAIL- 'D' 1.0
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-013
ENG. Mohamed Azzam 27-08-2015
00
S09077-01D-TD-07-UD-506 03
ALL DIMENSIONS ARE IN METER
11.40
5.50
R
5.70
1.45
cL
1.50%
EMERGENCY TUNNEL-T3B
SECTION 15 - 15
5.40
PGL.
GUARDRAIL
1.00
S/W
3.003.00
2.00
0.25
0.25
0.73DETAIL 'C'
2.00
0.25
0.25
0.73
DETAIL- 'C
0.5
0.9
0.9
0.9
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-012
ENG. Mohamed Azzam 27-08-2015
00
S09077-01D-TD-07-UD-506 03
ALL DIMENSIONS ARE IN METER
11.40
5.50
R
5.70
1.45
cL
1.50%
EMERGENCY TUNNEL-T3B
SECTION 16 - 16
5.40
PGL.
2.00
GUARDRAIL
1.00
S/W
3.003.00
0.25
0.25
0.73
DETAIL 'B'
2.00
0.25
0.25
0.73
0.5
DETAIL- 'B'
0.9
0.9
0.9
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-011
ENG. Mohamed Azzam 27-08-2015
00
S09077-01D-TD-07-UD-506 03
ALL DIMENSIONS ARE IN METER
16.00
5.001.40
T2 - TYPICAL CROSS-SECTION
SECTION 5 - 5
cL
3.00 1.00 9.00
2.00
4.354.35 0.30
1.50%
DEPARTURE
PATH
FOR EMERGENCY R 2.34
R
8.20
1.518
5.50
4.00 3.00
25
107
DETAIL 'G'
2.00
0.25
1.07
0.5
0.9
0.9
DETAIL- 'G'
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-016
ENG. Mohamed Azzam 27-08-2015
00
ALL DIMENSIONS ARE IN METER
16.00
5.001.40
T2 - TYPICAL CROSS-SECTION
SECTION I - I
cL
4.00 3.009.00
2.00
DEPARTURE
PATH
FOR EMERGENCY R 2.34
R
8.20
1.518
5.50
25
107
DETAIL 'H'
2.00
0.25
1.07
0.5
0.9
0.9
DETAIL- 'H'
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-017
ENG. Mohamed Azzam 27-08-2015
00
ALL DIMENSIONS ARE IN METER
S09077-01D-TD-07-UD-501 04
T1 - TYPICAL CROSS-SECTION
SECTION II - II
cL
19.00
16.00
5.00 1.40
4.003.00 9.00
2.00
PIPE
DEPARTURE
PATH
FOR EMERGENCYR 2.34
R
8.20
1.518
5.50
1.50%
504020070
406420070
33
19
25
25
73
DETAIL 'A'
2.00
0.42.00.7
0.25
0.25
0.73
0.5
DETAIL- 'A'
0.9
0.9
0.9
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-010
ENG. Mohamed Azzam 27-08-2015
00
S09077-01D-TD-07-UD-501 04
ALL DIMENSIONS ARE IN METER
EMERGENCY TUNNEL-T3B
SECTION V - V
11.40
5.50
R
5.70
1.45
cL
1.50%
3.00 3.005.40
2.00
GUARDRAIL
1.00
S/W
60
60
60
DETAIL 'E'
2.00
0.6
DETAIL- 'E'
0.7
0.6
0.6
CONTRACTOR :
CONSULTANT :
LEGEND:
GENERAL NOTES:-
Kingdom of Saudi Arabia
M.V-014
ENG. Mohamed Azzam 27-08-2015
00
S09077-01D-TD-07-UD-502 04
ALL DIMENSIONS ARE IN METER

More Related Content

Haram complementary projects temporary feeding proposals

  • 1. 2+100 2+200 2+400 2+300 C:1+974.965 PRC:2+071.317 0+200 0+278 .260 059.469 PT:0+179.256 PC:0+204.826 EP:0+277.781 0+259 AREA = 5342 m 2 2 AREA = 8357 m 2 TUNNEL 3 TUNNEL1R TUNNEL2R TUNNEL 3 TUNNEL1L TUNNEL2L TUNNEL 3B +3 14 .65 AREA = 5342 m 2 2 AREA = 8357 m 2 TUNNEL 3 TUNNEL1R TUNNEL2R TUNNEL 3 TUNNEL1L TUNNEL2L TUNNEL 3B SEC BUILDING TUNNEL (CUC HARAM ) RD1 RATORS PLANT MH.9 MH.8 MH.7 MH.6MH.4 MH.3 MH.2 MH.1 TEMPORARY SEWAGE EXISTING MANHOLE EXISTING MANHOLE L=12 L= 47 L=22 L=25 MH.5 L=40L=39 L=20 L= 19 L=45 L=24 L=51 MH.10 MH.10 TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TEMPORARY CONNECTION TEMPORARY CONNECTION 0+237.5 TEMPORARY WATER TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED CONNECTION TO EXISTING PIPLINE TO BE DEOLISHED (PHASE 1) ISOLATION VALVE CHAMBER ISOLATION VALVE CHAMBER TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED 0+000 0+050 0+000 0+050 LINE (3) LINE (4) LINE (1) LINE (2) 0+000 0+050 0+100 0+150 0+200 0+250 0+275 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+317 TEMPORARY CONNECTION TEMPORARY CONNECTION PROPOSED SEWAGE TUNNEL PRO PO SED SEW AG E TUNNEL -0+071 -0+050 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+350 0+400 0+450 0+500 0+550 0+600 0+643 2nd RIN G RO AD TUN N ELS TUNNEL 3 TUNNEL 2R TUNNEL2L TUNNEL 3B TUNNEL 3B TUNNEL2R TUNNEL2L TUNNEL1R TUNNEL1L EXISTING SEWAGE TUNNEL P.S 2 660m TUNNEL1R TUNNEL 3 TUNNEL1L T.B. 2 T.B. 1 T.B. 3 T.B. 4 T.B. 5 T.B. 6 TO BE ABANDONED SP01 SP02 SP01 SP02 SP01 SP02 SP01 SP02 0+ 100 0+200 SP0 2 SP0 1 SP 03 0+000 0+900 0+400 0+500 0+600 0+700 0+400 0+500 0+600 0+000 0+100 0+200 0+300 0+700 0+300 0+400 0+500 0+600 0+700 0+900 0+300 0+400 0+500 0+400 0+500 0+300 P.S 1 0+300 0+200 1+100 1+000 0+200 0+800 1+100 1+000 0+100 0+000 0+200 0+300 0+400 0+600 0+700 0+800 0+900 1+000 0+700 0+600 0+800 0+900 1+000 0+800 0+700 0+700 20.00 10.00 10.00 20.00 11.40 AREA ON HOLD AREA ON HOLD AREA ON HOLD AREA ON HOLD PROPOSED ROUTE 4NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 2X (3X 300MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 1-INTERNAL SUBSTATION. ROUTE LENGTH 295METER PROPOSED ROUTE 3NOS M.V FEEDER 13.8(KV) EACH FEEDER OF OF 2X (3X 300MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO HOSPITAL BUILDING INTERNAL SUBSTATION. ROUTE LENGTH 470METER PROPOSED ROUTE 3NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 2X (3X 300MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 3-INTERNAL SUBSTATION. ROUTE LENGTH 1080METER PROPOSED ROUTE 1NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 1X (3X 300MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 4-INTERNAL SUBSTATION. ROUTE LENGTH 1285METER PROPOSED ROUTE 2NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 2X (3X 300MM)CU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 2INTERNAL SUBSTATION. ROUTE LENGTH 1380METER POINT-A POINT-C POINT-B POINT-D POINT-E POINT-F PLOT - 2 PLOT - 4 PLOT - 3 HOSPITAL T-1 T-2 SCECO SECURITY BUILDING CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-001 ENG. Mohamed Azzam 27-08-2015 NTS PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED DUCT BANK @ PROJECT BOUNDARIES) 00 PROPOSAL ROUTE OF M.V CABLES ( INSIDE UTILITY TUNNELS CULVERTS) EXISTING M.V NETWORK CABLES EXISTING H.V NETWORK CABLES EXISTING WATER LINE NETWORK S09077-01D-TD-07-UD-101 04
  • 2. TO BE ADDED TO BE ADDED TEMPORARY CONNECTION TUNNEL1L SP01 SP02 SP01 SP02 SP01 SP02 SP01 SP02 1+000 PROPOSED ROUTE 4NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 2X (3X 300MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 1-INTERNAL SUBSTATION. ROUTE LENGTH 295METER POINT-A POINT-B SCECO SECURITY BUILDING CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-002 ENG. Mohamed Azzam 27-08-2015 NTS PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED DUCT BANK @ PROJECT BOUNDARIES) 00 EXISTING M.V NETWORK CABLES EXISTING H.V NETWORK CABLES EXISTING WATER LINE NETWORK S09077-01D-TD-07-UD-101 04
  • 3. AREA = 8357 m 2 AREA = 8357 m 2 TO BE ADDED TO BE ADDED -0+071 -0+050 TUNNEL2R UNNEL2L SP02 SP03 0+100 0+100 0+900 1+000 0+800 0+900 1+000 AREA ON HOLD AREA ON HOLD PROPOSED ROUTE 1NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 1X (3X 300 MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 4-INTERNAL SUBSTATION. ROUTE LENGTH 1285METER PROPOSED ROUTE 2NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 2X (3X 300MM)CU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 2 INTERNAL SUBSTATION. ROUTE LENGTH 1380METER POINT-E POINT-F PLOT - 2 PLOT - 4 T-2 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-003 ENG. Mohamed Azzam 27-08-2015 NTS00 PROPOSAL ROUTE OF M.V CABLES ( INSIDE UTILITY TUNNELS CULVERTS) EXISTING M.V NETWORK CABLES EXISTING H.V NETWORK CABLES EXISTING WATER LINE NETWORK S09077-01D-TD-07-UD-101 04
  • 4. 22 MH.9 MH.8 MH.7 MH.6MH.4 MH.3 MH.2 MH.1 TEMPORARY SEWAGE EXISTING MANHOLE L=12 L=47 L=22 L=25 MH.5 L=40L=39 L=20 L=19 L=45 L=24 L=51 MH.10 MH.10 TO BE ADDED TO BE ADDED LINE (1) LINE (2) 0+000 0+050 0+100 0+150 0+200 0+250 0+275 0+000 0+050 0+100 0+150 0+200 0+250 0+300 0+317 TUNNEL 3B TUNNEL2R TUNNEL2L 0+100 0+200 SP02 SP01 SP03 0+000 0+000 0+100 0+100 0+000 0+700 0+800 0+900 0+700 +600 0+800 0+900 0+700 0+700 AREA ON HOLD AREA ON HOLD PROPOSED ROUTE 3NOS M.V FEEDER 13.8( KV) EACH FEEDER OF 2X (3X 300 MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 3-INTERNAL SUBSTATION. ROUTE LENGTH 1080METER PROPOSED ROUTE 1NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 1X (3X 300 MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 4-INTERNAL SUBSTATION. ROUTE LENGTH 1285METER POINT-D POINT-E PLOT - 4 PLOT - 3 T-2 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-004 ENG. Mohamed Azzam 27-08-2015 NTS PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED DUCT BANK @ PROJECT BOUNDARIES) 00 PROPOSAL ROUTE OF M.V CABLES ( INSIDE UTILITY TUNNELS CULVERTS) EXISTING M.V NETWORK CABLES EXISTING H.V NETWORK CABLES EXISTING WATER LINE NETWORK S09077-01D-TD-07-UD-101 04
  • 5. TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TO BE ADDED TEMPORARY CONNECTION CONNECTION OSED SEWA TUNNEL1R TUNNEL1L SP01 SP02 SP01 SP02 SP01 SP02 SP01 SP02 0+900 0+900 1+100 1+000 1+100 1+000 20.00 AREA ON HOLD PROPOSED ROUTE 4NOS M.V FEEDER 13.8(KV) EACH FEEDER OF 2X (3X 300 MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO PLOT 1-INTERNAL SUBSTATION. ROUTE LENGTH 295METER PROPOSED ROUTE 3NOS M.V FEEDER 13.8(KV) EACH FEEDER OF OF 2X (3X 300 MM)CU/XLPECU/XLPE FROM SCECO SECURITY BUILDING SUB-STATION TO HOSPITAL BUILDING INTERNAL SUBSTATION. ROUTE LENGTH 470METER POINT-C POINT-B HOSPITAL CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-005 ENG. Mohamed Azzam 27-08-2015 NTS PROPOSAL ROUTE OF M.V CABLES (DIRECT BURRIED DUCT BANK @ PROJECT BOUNDARIES) 00 PROPOSAL ROUTE OF M.V CABLES ( INSIDE UTILITY TUNNELS CULVERTS) EXISTING M.V NETWORK CABLES EXISTING H.V NETWORK CABLES EXISTING WATER LINE NETWORK S09077-01D-TD-07-UD-101 04
  • 6. 11.40 5.50 R 5.70 1.45 cL 1.50% EMERGENCY TUNNEL-T3B SECTION 13 - 13 5.40 PGL. 2.00 GUARDRAIL 1.00 S/W 3.00 3.00 25 25 73 DETAIL 'F' 2.00 0.25 0.25 0.73DETAIL- 'F' 0.5 0.9 0.9 0.9 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-015 ENG. Mohamed Azzam 27-08-2015 00 S09077-01D-TD-07-UD-502 04 ALL DIMENSIONS ARE IN METER
  • 7. 11.40 5.50 R 5.70 1.45 cL 1.50% EMERGENCY TUNNEL-T3B SECTION 14 - 14 5.40 PGL. GUARDRAIL 1.00 S/W 3.003.00 2.00 DETAIL 'D' 2.00 0.9 0.9 0.9 DETAIL- 'D' 1.0 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-013 ENG. Mohamed Azzam 27-08-2015 00 S09077-01D-TD-07-UD-506 03 ALL DIMENSIONS ARE IN METER
  • 8. 11.40 5.50 R 5.70 1.45 cL 1.50% EMERGENCY TUNNEL-T3B SECTION 15 - 15 5.40 PGL. GUARDRAIL 1.00 S/W 3.003.00 2.00 0.25 0.25 0.73DETAIL 'C' 2.00 0.25 0.25 0.73 DETAIL- 'C 0.5 0.9 0.9 0.9 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-012 ENG. Mohamed Azzam 27-08-2015 00 S09077-01D-TD-07-UD-506 03 ALL DIMENSIONS ARE IN METER
  • 9. 11.40 5.50 R 5.70 1.45 cL 1.50% EMERGENCY TUNNEL-T3B SECTION 16 - 16 5.40 PGL. 2.00 GUARDRAIL 1.00 S/W 3.003.00 0.25 0.25 0.73 DETAIL 'B' 2.00 0.25 0.25 0.73 0.5 DETAIL- 'B' 0.9 0.9 0.9 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-011 ENG. Mohamed Azzam 27-08-2015 00 S09077-01D-TD-07-UD-506 03 ALL DIMENSIONS ARE IN METER
  • 10. 16.00 5.001.40 T2 - TYPICAL CROSS-SECTION SECTION 5 - 5 cL 3.00 1.00 9.00 2.00 4.354.35 0.30 1.50% DEPARTURE PATH FOR EMERGENCY R 2.34 R 8.20 1.518 5.50 4.00 3.00 25 107 DETAIL 'G' 2.00 0.25 1.07 0.5 0.9 0.9 DETAIL- 'G' CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-016 ENG. Mohamed Azzam 27-08-2015 00 ALL DIMENSIONS ARE IN METER
  • 11. 16.00 5.001.40 T2 - TYPICAL CROSS-SECTION SECTION I - I cL 4.00 3.009.00 2.00 DEPARTURE PATH FOR EMERGENCY R 2.34 R 8.20 1.518 5.50 25 107 DETAIL 'H' 2.00 0.25 1.07 0.5 0.9 0.9 DETAIL- 'H' CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-017 ENG. Mohamed Azzam 27-08-2015 00 ALL DIMENSIONS ARE IN METER S09077-01D-TD-07-UD-501 04
  • 12. T1 - TYPICAL CROSS-SECTION SECTION II - II cL 19.00 16.00 5.00 1.40 4.003.00 9.00 2.00 PIPE DEPARTURE PATH FOR EMERGENCYR 2.34 R 8.20 1.518 5.50 1.50% 504020070 406420070 33 19 25 25 73 DETAIL 'A' 2.00 0.42.00.7 0.25 0.25 0.73 0.5 DETAIL- 'A' 0.9 0.9 0.9 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-010 ENG. Mohamed Azzam 27-08-2015 00 S09077-01D-TD-07-UD-501 04 ALL DIMENSIONS ARE IN METER
  • 13. EMERGENCY TUNNEL-T3B SECTION V - V 11.40 5.50 R 5.70 1.45 cL 1.50% 3.00 3.005.40 2.00 GUARDRAIL 1.00 S/W 60 60 60 DETAIL 'E' 2.00 0.6 DETAIL- 'E' 0.7 0.6 0.6 CONTRACTOR : CONSULTANT : LEGEND: GENERAL NOTES:- Kingdom of Saudi Arabia M.V-014 ENG. Mohamed Azzam 27-08-2015 00 S09077-01D-TD-07-UD-502 04 ALL DIMENSIONS ARE IN METER